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127 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> Table ES-1:Level of Service&Delay Summary <br /> 2020 Existing 2023 No-Build 2023 Build 2023 Build-Improved <br /> Existing Proposed PM Peak <br /> Intersection Approach Intersection Intersection AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak LOS <br /> Control Control LOS LOS LOS LOS LOS LOS LOS <br /> (Delay in sec./veh.) (Delay in sec./veh.) (Delay in sec./veh.) (Delay in sec.tveh.) (Delay in sec./veh.) (Delay in sec./veh.) (Delay in sec./veh.) (Delay in <br /> sec./veh.) <br /> Overall Intersection B(16.4) B(16.4) C(21.2) C(22.6) C(21.3) C(22.7) <br /> Old NC 86 at EB Approach D(43.4) D(43.4) D(43.5) D(43.6) D(43.5) D(43.6) <br /> Waterstone Drive WB Approach Signalized Signalized C(26.1) C(31.7) C(28.5) C(32.2) C(29.6) C(32.3) <br /> Rippy Lane NB Approach B(10.4) B(11.3) B(14.3) B(16.5) B(14.4) B(17.1) <br /> SB Approach B(17.9) B(13.5) C(23.7) C(21.4) C(23.1) C(21.2) <br /> Overall Intersection A(1.0) A(1.6) A(1.0) A(1.7) A(5.5) A(5.2) <br /> One-Way ' <br /> Old NC 86 at WB Approach C(21.9) C(22.0) D(30.2) D(34.3) F(86.6) F(96.5) <br /> 1-40 WB Ramps NB Left-Turn Stop Signalized Controlled A(9.9) A(9.9) B(11.3) B(11.8) B(12.0) B(13.0) , <br /> SB Approach A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) <br /> Overall Intersection F(51.2) A(7.0) F(#A#) F(158.3) F(###) F(268.2) D(50.9) D(45.8) <br /> One-Way <br /> Old NC 86 at EB Approach F(###) F(54.6) F(#N#) F(###) F(###) F(#ri#) E(62.7) E(55.4) <br /> 1-40 EB Ramps NB Approach Stop Signalized Controlled A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) E(77.7) E(59.8) <br /> SB Left-Turn B(12.1) A(9.8) C(15.9) B(3.1) C(17.9) C(15.3) C(32.6) C(34.8) <br /> Overall Intersection One-Way One-Way A(0.2) A(0.2) A(0.2) A(0.2) A(1.6) A(7.5) A(1.5) A(6.2) <br /> Old NC 86 at EB Approach Stop Stop B(13.1) B(13.5) B(13.8) B(14.4) D(25.2) E(48.5) C(23.9) E(40.3) <br /> Service Road Controlled Controlled <br /> NB Left-Turn A(8.0) A(8.2) A(8.0) A(8.3) A(8.8) A(8.6) A(8.8) A(8.6) <br /> Overall Intersection A(4.8) A(2.3) A(5.2) A(2.4) A(7.2) A(4.6) B(11.3) A(9.4) <br /> Old NC 86 at EB Approach One-Way C(21.1) C(17.2) C(24.8) C(19.4) D(34.7) D(28.5) C(23.1) C(23.3) <br /> Davis Road NB Left-Turn Stop Signalized Controlled A(8.0) A(8.3) A(8.1) A(8.4) A(8.3) A(8.6) A(9.4) A(7.9) <br /> SB Approach A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(7.4) A(6.1) <br /> Service Road at Overall Intersection One-Way A(1.7) A(4.4) <br /> Warehouse A EB Approach Stop A(9.0) A(9.2) <br /> Driveway NB Left-Turn Controlled A(7.4) A(7.3) <br /> Service Road at Overall Intersection One-Way A(2.2) A(2.5) <br /> Warehouse B WB Left-Turn Stop A(7.3) A(7.5) <br /> Driveway NB Approach Controlled A(8.9) A(9.1) <br /> Service Road at Overall Intersection One-Way A(1.9) A(2.1) _ <br /> Warehouse C WB Left-Turn Stop A(7.4) A(7.5) <br /> Driveway NB Approach Controlled A(9.0) A(9.3) <br /> Davis Road at Overall Intersection One-Way A(0.9) A(2.2) <br /> Warehouse D EB Left-Turn Stop A(7.6) A(7.7) <br /> Driveway SB Approach Controlled B(10.5) B(10.9) <br /> ###:Delay exceeds 300 seconds/vehicle <br /> iv <br />